نتایج جستجو برای: bridge deck

تعداد نتایج: 55141  

2003
X. Q. Zhu S. S. Law

A time domain method is presented to identify the moving loads on the bridge deck from measuring strains. The bridge deck is modelled as a rectangular orthotropic plate. The vehicle is modelled as two axle loads moving on the bridge deck. Like all inverse problems, the identification is an ill-posed problem, so a regularization technique is employed to stabilize the solution. This paper gives a...

2014
Hung Manh La Nenad Gucunski Seong-Hoon Kee Luan Nguyen

Bridge deck inspection is essential task to monitor the health of the bridges. This paper reports the data collection and analysis for bridge decks based on our novel robotic system which can autonomously and accurately navigate on the bridge. The developed robotic system can lessen the cost and time of the bridge deck data collection and risks of human inspections. The advanced software is dev...

2008
L. Daigle D. Cusson Z. Lounis

High performance concrete (HPC) bridge decks are prone to premature cracking if movement is restrained. Internal curing (IC) can reduce shrinkage cracking in concrete structures, thus improving their performance and service life. However, there is very limited information available in the literature on the possible extension of service life due to internal curing. This paper addresses this ques...

Journal: :International Journal for Research in Applied Science and Engineering Technology 2020

Journal: :Procedia Engineering 2012

Ports are the most important economic, political and military bottlenecks. This puts shoreline structures (port) in the class of important structures and they have a crucial role in the countries’ life. Pile and deck wharf and their access bridges and offshore deck (jetties), are one of the parts which are supplier of coupling between the land and the waterfront. Correct and exact estimation of...

2006
Kung-Chun Lu Yang Wang J. P. Lynch C. H. Loh Yen-Jiun Chen P. Y. Lin Z. K. Lee

An extensive program of full-scale ambient vibration testing has been conducted to measure the dynamic response of a 240 meter cable-stayed bridge–Gi-Lu Bridge in Nan-Tou County, Taiwan. A MEMS-based wireless sensor system and a traditional microcomputer-based system were used to collect and analyze ambient vibration data. A total of four bridge modal frequencies and associated mode shapes were...

2006
Tsung-Chin Hou Jerome P. Lynch

Bridge management officials have expressed a keen interest in the use of low-cost and easy-to-install wireless sensors to record bridge responses during short-term load testing. To illustrate the suitability of wireless sensors for short-term monitoring of highway bridges, a wireless monitoring system is installed upon the Grove Street Bridge to monitor structural responses during static and dy...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه صنعتی اصفهان - دانشکده مهندسی عمران 1386

پل های کابلی ایستا دهانه بزرگ، به طور ذاتی دارای رفتار غیر خطی هندسی و مصالح می باشند. رفتارهای غیرخطی از قبیل: شکم دادگی کابل ها، اندرکنش نیروی محوری و لنگر خمشی در برج ها و عرشه پل و نیز تغییر شکل های بزرگ سازه پل. عرشه این پل ها به علت مولفه افقی نیروی پیش کشش کابل ها و همچنین رفتار غیر خطی هندسی، تحت بارهای محیطی خصوصاً زلزله، نیروی محوری بالایی را متحمل می شود. ممکن است که محدوده ای از عرشه...

1998
S. E. Taylor

Improved stream crossings are needed to reduce construction and maintenance costs and reduce the environmental impacts from low-volume forest roads and skid trails. New designs of timber bridges are cost-effective alternatives for portable stream crossing structures. This paper discusses design criteria for portable timber bridges and presents one design for a portable, longitudinal glued-lamin...

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